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PL-13-2603Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phonx (305)7:15 -2204 Fax: (305)756-39",A Inspection Number: INSP- 209464 Permit Number: PL -11 -13 -2603 Scheduled Inspection Date: March 25, 2014 Permit Type: Plumbing - Residential Inspector. Diaz, Osvaldo Inspection Type. Final Owner: BALDWIN, CATHERINE Work Classification: Solar Job Address: 126 NE 106 Street Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 1121360050060 Contractor: F A M PLUMBING LLC Phone: (786)732 -6462 Comments SOLAR WATER HEATER INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 203194. SEAL PENETRATIONS FVAT EAVE WHERE PIPES PASS THRU AND PROPERLY INSULATE EXTERIOR LINES Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid March 24, 2014 For Inspections please call: (305)762 -4949 Page 26 of 35 Miami Shores Village i NOV 18 2013 Building Department a 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: JZ6 ti E 1 0 6 S i' FBC 20 Permit No. Master Permit No .V _ 1-1 - A D 2 . ROOFING City: Miami Shores County: Miami Dade Zip: 3 Folio/Parcel #: _j " Z 1 dpi ( ' 00 ' ®D 11 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee pp Simple Titleholder):�� � C` NY-je 16U)1 �Phone#: Address: b Iv L` 10 City: �A\ gm 1 5,-o �- P S State: Zip_ 13 3 I Z a' Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Vb Yn V tkny�) �9' 1 Phone#: Pg�) tz 3 Z — 6zi6 Address: (1-E'� �11rPeV1W-e(, C,\y-C 1 City: A) 1 Tti State: i Zip: �� a Qualifier Name: -B * State Certification or * Contact Phone#: ( r I DESIGNER: Architect/Engineer: Phone#: 147/ ^ A e-- Value of Work for this Permit: $ I Square/Linear repa:/Replace of Work: _ Type of Work: DAddition OAlteration ONew Description of Work: Color thru tile: _'.1L �^ o Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ ODemolition TOTAL FEE NOW DUE $ 6 3 ,90 3 -2- Bondlg Company's Name (if applicable) t Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I 1-f Signature d' %J�JGG Signa T, X✓L��Ay� " "� Owner or Agent ✓ Contractor The foregoing instrument was acknowledged before me this -ig!f The foregoing instrument was acknowledged before me this day of , 20 1 by (?r 63VJ5�JAJ RI M01 d day of Q C,7' , 20 .LZ, by dO O�, who is personally known to me or who has produced who is ersonally kno me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission APPROVED BY "`� ALEXANDER JOSEPH PAVLINEK My COMMISSION M SSION # EE859471 0/v Plans Examiner as identification and who did take an oath. NOTARY PUBLIC: 111!� "n-0 wv-Al BEW -F rl My Commi ALEXANDER JOSEPH PAVLI NEK W COMMISSION # EE859471 Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) Miami shores Village Building Department CONTRACTORS' REGISTRATION 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE* D. COPY OF WORKERS COMPENSATION INSURANCE* *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: T--ckm O u rf1 )1 n BUSINESS ADDRESS: c I re(n eC- CITY J U ►�► %e STATE )� t ZIP CODE !) -j t-( S BUSINESS PHONE: 0 %4 ) '7 S Z r G 4�Z FAX NUMBER C--) CELL PHONE ( ) QUALIFIER'S NAME: k 8 ff Lu cD n Woye QUALIFIER'S LIC NUMBER: CtT--, � H Z "7 y 6 D Created on 3119109 BY MLDV I RV 3126109 MLDV I RV 6127111 AS CERTIFICATE OF LIABILITY INSURANCE °A� /`15/13""'' PRODUCER AN Cars Insurance 5070 Pga Blvd. S Ste. 200 Palm Beach Gardens, FL 33418 Phone (561) 575 -5211 Fax (561) 202 -6187 10050 NE 2nd Avenue Miami Shores, FL 33138 ONLY AND CONFERS RIGHTS UPON MATrE E CEIINFORMA�N O HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC 0 INSURED F.A.M. Plumbing, LLC 143 Greentree Circle JUPITER, FL 33458- Armen 9C /9nnA 7n0\ AC INSURERA: Federated National Insurance cCo INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES INSURER P THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IM R �D'L TYPE OF INSURANCE POLICY NUMBER POLICY � N� NN SRS A ❑ GENERAL LIABILITY © COMMERCIAL GENERAL LIABILITY ❑❑ CLAIMS MADE [:1 OCCUR ❑ GL -0000015747 -00 03118/13 03118/14 EACH OCCURRENCE 500 ,000 PREMISES owurence 500,000 MED EXP (Any one person) 5,000 PERSONAL & ADV INJURY 100,000 ❑ GENERAL AGGREGATE 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER ❑ POLICY ❑ PROJECT ❑ LOC PRODUCTS - COMP /OP AGG 500,000 ❑ AUTOMOBILE LIABWTY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULEDAUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS ❑ COMBINED SINGLE LIAR (Ea w dderd) BODILY INJURY (Per pawn) BODILY INJURY (Per acdderrt) PROPERTY DAMAGE (Per accident) ❑ GARAGE LIABILITY ❑ ANY AUTO ❑ AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG ❑ EXCESS/UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe undue SPECIAL PROVISIONS below �p ❑ W LI_ ❑ ER - E.L EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS t LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS vGn urlvM I G nw&"=M CANCPI I ATInm -- -- •"__ •.'^', "" 0 ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Miami Shores Village Bldg. Dept EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2nd Avenue Miami Shores, FL 33138 THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Michelle Silvester Armen 9C /9nnA 7n0\ AC -- -- •"__ •.'^', "" 0 ACORD CORPORATION 1988 F ... ,., I i NOW '�..rr� ..�;.,...� -. •av - a.. � i ✓ ,,., , x 71 STATE OF FLORMA • '' i�) C 41i(� i' 't • . W L1207 3.70 Tte PLUMBING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter.489 FS. Expiration date: AUG 31, 2014 CANTATORN, ANDREW S F A N PLUMBING LLC 143 G- CIR JUPITER FL 33458 -55GO RICK SCOTT NOR SEXY DISPLAY AS REQUIRED BY LAW ANn ill NL GAUXON P.O. lax 3353, west Palm BeacK FL 3M-= "LOCATEDAT" r.tLVWHeftrpbc wm Tek (561) 355,W2 1433 GREENTREE CIRCLE JUMPER, FL 33458 TYPE OF BUSMW %.V-M1rUa"VjNV SUATE FPM Mr .8H. PLUMBINSCOArMWMR GmTATORENOPays 2 4V40 812.422079 -W13M $27.60 84M TMs doAqwd Is valid 0* Mm remObd by the Tex C 9cws Office. PLUMBING LLC F UMSING LLC 143 GR CIR JUPITER, FL aa'jaatt�et�ee�a�ate��t �i JEFF ATWATER CHIEF FINANCIAL OFFICER 1oaif1`'lns * e CERTIFICATE OF ELECTION TO BE CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual fisted below has elected to be exempt EFFECTIVE DATA 10/0612011 PERSON: CANTATORE FEIAt; ' . 26068784 BUSINESS NAME AND ADDRESS: F A N PLUMBING LLC f43,CREENTREE CIRCLE EXPIRATION DATE; 10/05/2013 ANDREW S 10 -0Q -2011 COMPENSATION LAW Compensation law. F JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 10/5/2013 EXPIRATION DATE: 1015/2015 PERSON: CANTATORE ANDREW S FEIN: 260687846 BUSINESS NAME AND ADDRESS: F A M PLUMBING LLC 143 GREENTREE CIRCLE JUPITER FL 33458 SCOPES OF BUSINESS OR TRADE: PLUMBING NOC AND DRIVERS Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS- F2 -DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07 -12 QUESTIONS? (850)413 -1609 ANNE M. G A N N O N P.O. Box 335$, West Palm Beach, FL 33402 -3353 "LOCATED AT** CONSTITUTIONAL TAX COLLECTOR Www.pbctaX.com Tel: (561) 355 -2264 143 GREENTREE CIRCLE Serving Palm Beach County JUPITER, FL 33458 Serving you. TYPE OF BUSINESS OWNER I CERTIFICATION 9 RECEIPTMATE PAID AMT PAID BILL 0 23-0089 PLUMBING CONTRACTOR CANTATORE ANDREWS I CFC1427480 813.1603262 - OM112113 $2750 840184369 This document is valid only when recelpted by the Tax Collector's Office. STATE OF FLORIDA FAM PLUMBING LLC FAM PLUMBING LLC 143 GREENTREE CIR JUPITER, FL 33458 -5560 nlln���n�n�JJ��uInlJnl�lulln��n� PALM BEACH COUNTY 2013/2014 LOCAL BUSINESS TAX RECEIPT B2 - 238 LBTR Number: 200804533 EXPIRES: SEPTEMBER 30, 2014 This receipt grants the privilege of engaging in or managing any business profession or occupation within Its jurisdiction and MUST be conspicuously displayed at the place of business and In such a manner as to be open to the view of the public. 9®48 SAY 1S2st, PalMetto say, Florida 53157 Office: 3G , d'S pp s�. i R `• .�` � . T -097 P0001/0001 F -175 Stevenson's Electric Service Tel. (300) 253-1 License & insured EC 0001685 Cwstottter'6nforr87cttinn Date: ,. iVarrse: E .c,�9 .�!csl9'Sd�•,. Address- 2 o city ek Tele hone: Etrtsll- 7252K 4, off Stories- R Cop o"r Electrical .. .. anal brand= PHOTOVOLTAIC PANELS. Price: anela Tylwl I I WatB8 SOLAR POOL HEATER Qty Size ®fF z%san.,Al .. Pti F3; ... . Price: Qty Pool pump f Horsepower MY chlolrinatar orw ®t Pt'II�q' INSULATION s�..s..�. eUYERS RIGHT TO CANCEL: aubtotat AU work on the above mentibned properly herein W M W performed In a tlmely and profeastonai meaner. P rmtt Teem t3uyerMaycancel the Agreement byprovidingwritteanoymbyUSCer MedMail,RetumReceipt Instal on Requested to StrE3.Thls oarwellffiion muet be written, in EngW andpoStmarked 6eforemlditrA.cgthe 3r4 linclu a day sitaryou6ignthleagreement For•the? pufposesof this Agrwrn6nt. a °Suwnen Day- in er8 shaitinclude tl9onday through 3aurrday, but etmii not include Sundays or any 189W Holiday On which the P06101 Servlee does not deliver. it the right to cancel period eroes, these�er'6 co assay app tag ry canceled by the hom eowner or appRoan,. The toW •ernotrrt of the COMM maybeAtfaCtaaed by gaiter Qgr If any dun action is needed, the buyer wilt be responsible for any post, ftUrredto onfor eethe' ' agreement igatar�or3 clue om tealcara In witness whereof, the panne, age and agree to the teriais of Ihiv cpr7tr8 of and, Pi rtclteg ,' Intending to be legally bossed hereby, have here onto Set•ttteir hands and seats as of the. data YGREtNE herein. Only terms vettaen in the onntraat and approved by SFES management will become pact of the, oontraoL Gash/ check # NOTi =$ Accepted by Date O 1e-<14f-9 Accepted b Date Representative Date 6t Soli Lh £C 00®16 ®5 If Solar DHW QtY_._Z .Size—t&= rid Collector Qty I _ Size T - �o __' Gallon Solar Tank Includes Material and Labor as required Insulation Sq. Feet Date_.,ffi 15 . ., Name: trii zy; Zip: Roof Type sa► _ r . � �i. . r. � o •.ice BUYERS RIGHT TO C,ANeEL: All work on the above mentioned property, hereln wip be performed,in a timely and professional manner. Buyer tnay.6.ROW ttte`Agreement by:provi8ih9 ,W, fen :nofte 15Y. U8, Cert fled hail, Return Receipt Requested to SFES. This.6ii"hation must be written fn English and postmarked before midnight of the 3rd business day after you sign this agreement. For the purposes of this Agreement, a °Business Aay" shall,inctuds.Mon ft.. hough. Saturday, but' shall not inc)tide Sundays or any legg Hgliday on W*hlbh'1h6 Postal Sefvice doe§ id deliver: If the right to cancel period expires, the se8er's >cont'ract rriiy not.be'cancePed tiy.the ' homeowner or applicant. The total amount of :the: contract My -be collected by selier,:and if . homeowner or applicant. The total amount of the.eontract my be collected by seller, and if any court action is needed, the buyer will be responsible for any c obts, incurred to enforce the agreement. . . NOTES: PERMIT FEES / I C TOTAL IN WITNESS WHEREOF, the Parties acknowledge and agree to the terms of this Contract and, Intending to be legally bount hereby, -have hereunto set their hands and seals as of the date herein. Only terms written in the Contract and approved by SFES Management will become part of this Contract. V by: Accepted by: Date: Credit Card (Ruth: Form attached) ® Cash / Check # Representative Contact Number. FIRM H'i 1.1i MAIL T NOTICE OF COMMENCEMENT �j N 203.3ROB97 e 71 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION �: ek 28908 Ps 31441 Q Fs' ECORDED 11/13/2013 09:57:14 ARVEY RUVI�le CLERK OF COURT PERMIT NO. TAX FOLIO NO. ��—L 1�C. °L?Ci'', °C� IAMI -DADS COUNTY? FLORIDA AST PAGE STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of pro rty and street / address: 2. Description of improvement. 3. 1 L) 4- S Interest in property: r2W" Name and address of fee simple 4. Contractor's name W1. 5. Surety: (Payment bond required by owner from contractor, if Name and Address: Amount of bond $ 6. Lender's name and address: Cf i rc 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of•'this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) A Signature of Owner i Print Owner's Name_ CAnja/ tiliff &L-AWI a Prepared by Sworn to and subscribed before me this 99 day of 0 Cl J . 20 i.3 . r Address: Notary Public: A /.. -, J. , /-�& J _A . k Print Notary's Name: 1d �i Lv My commission ex ALEXAMDER JOSEPH PAVLINEK STAT OF DA, COUNTY MY COMMISSION !! EE859471 I HE Y TIFYthet this is a IM COPY 01th6 ` V ciao " EXPIRES December 19 2016 red" ire 0)1, day of ?; Ciy A.D.20._.__ —..._ (a07 �Orss Ran Senketam WITNESS my hand and O/frdal Seat. HARM RU / K CLERK, of C NCUN D°� w ;% ,� D.C. Nov 18 2013 to IT Miami Shores Village APPROVED BY DATE BLDG DEPT f Su ECT TO cGMPL12c WITH ALL - STATE AND OOUM Y RULES AND REGULATIONS GA 44" q rr-ro j5Wviceftl i Igg & tI 0- / ® l° S T 2.ei z r � . , FLORIDA SOLAR ENERGY CENTER' SUMMARY INFORMATION SHEET February 2010 FSEC # 00473N MANUFACTURER Collector Model Solene Solene\Aurora SLAR40 950 Sunshine Lane Altamonte Springs, Florida 32714 This solar collector was evaluated by the Florida Solar Energy Center (FSEC) in accordance with prescribed methods and was found to meet the minimum standards established by FSEC. This evaluation was based on solar collector tests performed at Bodycote Materials Testing Canada Inc., Mississauga, Ontario, Canada. The purpose of the tests is to verify initial performance conditions and quality of construction only. The resulting certification is not a guarantee of long term perfomumce or durability. DESCRIPTION Gross Length 2.997 meters 9.83 feet Gross Width 1205 meters 395 feet Gross Depth 0.100 meters 033 feet Gross Area 3.611 square meters 38.87 square feet Transparent Frontal Area 3.478 square meters 37.44 square feet Volumetric Capacity 2.6 liters 0.7 gallons Weight (empty) 60.0 kilograms 1322 pounds Recommended Flow Rate 45 ml /s 0.7 gpm Test Pressure 1103 kPa 160 psig Number of Cover Plates One Flow Pattern Parallel Forced circulation Number of Tubes Ten MATERIALS Enclosure Aluminum frame, aluminum back Glazing Tempered low iron glass, 032cm thick Absorber Copper tubes welded to copper fins Absorber Coating Black chrome selective coating Insulation Polyisocyanurate, 3.0 cm thick THERMAL PERFORMANCE Testing per ASHRAE 93 -1986 Incident Angle Modifier KTa = 1.0 - 0.31 ([1 /cos 0] —1) Efficiency Equations SI Units -C / Watt/m2 English Units -F / Btu/hr -ft= q = 78.7 - 463 (T,- -T ,,) /I rl = 78.7 - 81 (T; T,) /I n = 78.4 - 431 (f, - -T011 - 388 [(T, T,Vlp rI = 78.4 - 75 (T; T .)/I - 12 [(T•- To)Ilf RATING This collector has been rated for energy output on measured performance and an assumed standard day. Total solar energy available for the standard day is 5045 Watt - hour /m2 (1600 Btu/ft2) distributed over a 10 hour period. Output energy rating for this collector based on the second -order efficiency curve are: Collector Temperature ENERGY OUTPUT Low 35 -C (95 -F) 48200 Kilojoules /day 45,700 Btu/day Intermediate 50-C (122-F) 40,000 Kilojoules /day 37,900 Btu/day 1-fiigh 100 -C (212 -F) 17,300 Kilojoules /day 16,400 Btu/day Reference 00252N 1679 CLE APi,%Kr.Rcow.Cocoa.FLontoA32922 -5703 ■TEL321 -63 8-1000■ FAx321- 6384010 ■ ww%vfsec.ucEedu _ UNrar srtv SwEm of RamaA • AN Ecm 0PPormmm 1AFFmmanvE AenoN EwAorea • A RF_sFax.H INsinurE of THE UmvEmav of CEr mAL Fcomaa FLORIDA SOLAR ENERGY CENTER"' Approved. Solar Energy System Approval Date: June 2011 FSEC # SOO 171 B DISTRIBUTOR SYSTEM Solene Solene /Aurora 40PV 950 Sunshine Lane Altamonte Springs, Florida 32714 This system was evaluated by the Florida Solar Energy Center (FSEC) in accordance with the Florida Standards Program for Solar Domestic Water and Pool Heating Systems (FSEC Standard 104 -05) and was found to meet the minimum standards established by FSEC. North Central South The calculated Florida Energy Factors for this system are: 4.2 4.7 4.7 DESCRIPTION Collector Manufacturer Model Number Units Total Rating (Btu) 1. Solene Solene /Aurora SLAR -40 1 37,900 2. 3. 4. Tank Manufacturer Model Number Capacity (gal) Type: Direct 1. Lochinvar FTA -082IC 80 2. Rheem 81RV80 -1 80 3. AO Smith Sun 80 80 4. Any Equivalent UL Listed Tank 80 Pump Manufacturer Model Number Power Draw (Watts) 1. .E1 Sid SIDIOPV 5 2. March 809BR 24VDC is 3. Laing D5 09 OB 10 4. Controller Manufacturer Model Number Type: Photovoltaic 1. Sunfiire AE -1OST 2. Kyocera KS -10 3. Power Up BSP -10 -12 Freeze Protection I . Freeze prevention valve 2. Manual drain down Other Major Components 1. 2. 16 ?9 ■ Tri.321•63S -1000 • Rx..021.6.3.S.1010 ■ wnw.f.w.ucredu U.WVEWW SV5TEM OF FLOM13A -AN EOL AL d.^ =Ur nY /AFAR?., THE ACTION EVPLOYER -A ftrmcH INSTTME OF THE UATKMY Or CENIFFL Ram-. PVPAYFI �- \ 1 / 1 / 1 1 1 1 1 1 1 1 e 1 1 1 1 1 1 1 1 1 1 1 o C. pRpa\toN 1 + / 80LMCM.LMTOR / / • labs ALItOMATCfRF12C - aVAN .--PIPE `, NIMA MN ----' ROOF FENETiOIUdV' —" — �COPPERTImaMULAMIN ^— . ■ 1 ................ 1 / 1 iMM141lMf+ 11CWCK&VLV 9+ILLUDE �n 1 1 ELUlBU.YE • � .■ T {RYPY4 � 1 190 ItMMT0HOM .mw%w1TElt FM MOUK HFaU NBEMW 7MMOPATCifhrt[>r01 801ARPMTOCOLLECTOR e I " o + . .0 . . 1 � 1 ■ 1 t., CLEM.:AI.$UMV Y- L mom nE TWR3rcFlWV.W • SOLAR MMM FROM CCUMTCR SOLAR MDT VATEATAW, !AW QIi M 3 - z AURORA Solar Collectors by SoleneTm ftV1�U SOLAR COLLECTORS BY SOLENET" TECHNOLOGICALLY ADVANCED ENGINEERING FOR MAXIMUM PERFORMANCE AURORA Solar Collectors are the most technologically advanced collectors on the market today. AURORA features the highest quality materials & state -of- the -art engineering to provide maximum efficiency & durability you can depend on for years to come. AURORA collectors are environmentally responsible, non - polluting and reliable in any environment. AURORA panels are an important element of any hot water system, producing dependable results under any weather conditions. 8 4 Z 3 1. Absorber Plate Utilizing a state of- _the -arts copper fins arid ri3ers p thermal connectivity betwc risers. Revolutionary ct chrome on nickel, ''produ( selective surface with may for solar energy use. Absorbability = 0.95 Emissivity = 0.12 )und weld, superior e fins and is black premium efficiency 2. Tubing Grid 3/& copper risers are brazed to 1 "copper mainfolds for optimal flow distribution. 3. Piping Connection Four 1 " Type M copper tubes. 6 7 1 9 5 4. Aluminum Foil Attached to the insulation, acts as a barrier against out - gasing. S. Solar Glass Glazing A single pane of 118" thick solar glass is patterned to reduce reflection and tempered to maximize strength and durability. *Iron oxide content: 0.03% *Solar transmittance: 91% 6. Back Plate Fiberglass Backing: Reduces torque in the frame, is lightweight and eliminates the possibility of any electrolysis issues for maximum benefit. The best investment under the sun! SOIAR NOT WATER SYSTEMS 7. Insulation 1- 3/16" isocyanurate foam cast under and around the side of the absorber plate, retains the heat of the water in the collector. DFC -free P.U. meets U.S. and European standards. S. Casing All aluminum extrusion casings create Aa sleek framewall. Unique extruded profile allows easy anchoring to the roof (shingle, tile, tar) or collector stands. 9. Gaskets All- around EPDMgasket. Highlyresistantto temperature differences and UV radiation. Absorbs the differential expansion of frame and glazing. AURORA Solar Collectors by SoleneTm SPECIFICATIONS AND EFFICIENCIES general specifications Gross Area (sq. ft.) Net Aperture Area (sq. ft.) Ratio Net /Gross Area Length (in.) Width (in.) Thickness (in.) Weight (lbs.) Fluid Capacity (gal.) Recommended Flow Rate Test Pressure (psi) Operating Pressure (psi) efficiency ratings A ( -9° F) B (9° F) C (36° F) D (90° F E (144° F) t _r. models pa "AA par COLLECTORS BY SOLENET" 31.78 40.3& 30.53 37:44 0.95 0.95 96.48" 117:96" 47.4" 47:4„ 3.96" 3.96" 105.8 132.2 0.8 1.05 0.7 0.7 300 300 14,5 145 46.1 41.3 34.5 22.4 12.0 34.8 30.1 23.5 12.4 4.1 23.7 56.5 42.7 29.0 18.9 50.7 36.9 23.2 12.6 42.4 28.8 15.4 3.3 27.6 15.3 4.1 0.0 14.9 5.1 0.0 Efficiency Equation [NOTE: Based on gross are and (P) =Ti Taj] Efficiency Equation [NOTE: Based on gross are and (P)=Ti-Tai] S I UNITS: n= 0.7820 - 4.28290 (P) /I - 0.00484 (P)2 /1 S I UNITS: rI= 0.7840 - 4.28050 (P) /I - 0.00484 (P)2 /1 I P UNITS: 71= 0.7820 - 0.7544 (P) /I - 0.0005 (P)2 /1 1 P UNITS: ri= 03840 - 0.7540 (P) /I - 0.0005 (P)2/1 Y INTERCEPT SLOPE Y INTERCEPT SLOPE 0.8 -4.6 W /m? ° C 0.8 -4.6 W /m2 ° C 0.8 -0.8 Btu /hrft2 ° F 0.8 -0.8 Btu /hrft2.° F Ti = Water temperature (T out - T in) /2 F To = Ambient temperature F 1= Solar radiation Btu /hr /ft2 OG -100 Collector Approved SOLAR HOT WATER SYSTEMS Made in USA 950 Sunshine Lane Altamonte Springs, FL 32714 Toll Free 1- 866 - 902 -0060 www.solene- uso.com T&P VALVE ACCESS PANEL Nor c:asn 0PT coWC ® ® urson C B A ANODE II I 1 T&P VALVE DRAIN VALVE •Umited warranty on tank and parts. Complete details in manual Specification Furnish and install, where indicated, in accordance with manufacturer's instructions and in compliance with all rules and regulations of authorities having jurisdiction. Storage tank(s) shall be American* Model as manufactured by American Water Heater Company. Storage tank(s) shall have a nominal storage capacity of gallons, recovery of GPH at ° F temperature rise and supplied with auxiliary heating elements rated at 45 KW, volt Storage tank(s) are hydrostatic tested at 300 PSI having a working pressure of 150 PSI and shall have a Fused Ceramic Shield internally lined tank applied under pressure and fired at 1600° F allowing for maximum protection. Storage tank(s) shall be equipped with an approved pressure and temperature relief valve. The outerjacketing shall have a baked enamel finish. The tank shall be foam insulated with an EPA - approved, non-CFC material 2" in thickness. Storage tank(s) shall have a 6 -year limited warranty against corrosion as outlined in the written warranty. Distributed By: Order Entry and Sales Product Service and Support P.O. Box 4056, 500 Princeton Road P.O. Box 1597, 500 Princeton Road Johnson City, TN 37602 -4056 (800) 937 -1037 Johnson City, TN 37605 -1597 (800) 999 -951 (800) 581 -7224 fax (800)999- 5210fax PRO -ST02- 0307 do pan of this work may be reproduced or transrmited in any form or by any means, electronic or mechanical, induding photocopying and mcording, or by any information storage retrieval system, without permission in writing fmm American Mte Heater (o Way. NEIGNr HERM HEIM APPROX. MODEL GALLON WATER 1A0Oir TOP OF TOP SNIP NUMBER CAPACrry CONN. DIAMETER TANK T&P WEIGHT A B C SE62 -BB"SS 80 60-1/4 24 59-1/4 541/4 191 SEQ- 119Rd4Ss 61 28 61 -1,4 61.112 278 •Umited warranty on tank and parts. Complete details in manual Specification Furnish and install, where indicated, in accordance with manufacturer's instructions and in compliance with all rules and regulations of authorities having jurisdiction. Storage tank(s) shall be American* Model as manufactured by American Water Heater Company. Storage tank(s) shall have a nominal storage capacity of gallons, recovery of GPH at ° F temperature rise and supplied with auxiliary heating elements rated at 45 KW, volt Storage tank(s) are hydrostatic tested at 300 PSI having a working pressure of 150 PSI and shall have a Fused Ceramic Shield internally lined tank applied under pressure and fired at 1600° F allowing for maximum protection. Storage tank(s) shall be equipped with an approved pressure and temperature relief valve. The outerjacketing shall have a baked enamel finish. The tank shall be foam insulated with an EPA - approved, non-CFC material 2" in thickness. Storage tank(s) shall have a 6 -year limited warranty against corrosion as outlined in the written warranty. Distributed By: Order Entry and Sales Product Service and Support P.O. Box 4056, 500 Princeton Road P.O. Box 1597, 500 Princeton Road Johnson City, TN 37602 -4056 (800) 937 -1037 Johnson City, TN 37605 -1597 (800) 999 -951 (800) 581 -7224 fax (800)999- 5210fax PRO -ST02- 0307 do pan of this work may be reproduced or transrmited in any form or by any means, electronic or mechanical, induding photocopying and mcording, or by any information storage retrieval system, without permission in writing fmm American Mte Heater (o Way. Rated 150 Volt Sunlight- Resistant -20 °C to +60 °C 18 and 20 Gauge Copper Conductors THERMOSTAT WIRE A P P L: C A T t 0 N S Suitable for use as follows: • Thermostat Wire is a class 2 power- limited circuit cable for use in thermostat control applications s —rAN 0ARO5 & R EEER E N C ES 150 Voltage rating per NECO Article 725 = ETL listed to UL 13 • Meets UL 1581 Vertical Tray Flame Test (FT -1) Type CL2 C 0 N S T R U C T I O N • Solid copper conductors with 6 mils of PVC insulation • Conductors are covered with a brown PVC jacket • Ripcord e3 green (t Spec Southwir ' :•"" OEM Division USA RoHSCompliant ■ WEIGHTS, MEASUREMENTS AND P A C K A G I N G t�BEi JAGt(f T 1N(C0i�SS CONOU..90 C-,OLORS N0111 (mds }; APPROX. OVERALL GABpE DIAMEfEit- (roils) J�E?I�RQ)f NEfV (IbsFX000 -f> :.; 812 Red. White � 14 132 16 1 — Red, White, Green 14 140 22 1814 i Red, White, Green. Blue 14 154 28 - - -- Red, White, Green, ) 5 170 - 34 1815 i Blue, YelloN .--- -- j _ Red, White. Green, 15 186 a4 1816 Blue, Yellow, Brown I _ Red, White, Green, Blue. 15 186 45 1817 Yellow, Brown, Orange I _ Red. White, Green, Blue, 15 202 52 18/8 yellow, Brown, Orange, Black Red, White, Green, Blue. Yellow, 15 218 j7 1819 Brown, Orange, Black. Pink — -- .— _ —.�.. - - -- — Red, White, Green, Blue. 15 246 65 18110 Yellow, Brown, 7range, Black. Pink, Gray i --- Red, White, Green, Blue, Yellow. Brown, Orange. Black. 15 245 i4 18/12 Pink, Gray, Tan. Purple All Thermostat Wire is constructed with solid conductors, PVC insulation l6 mils), parallel conductors, PVC lack*[ (n p. tl 0 1 KHz (nom.), and 6.32 Ohms11000 toot DC resistance per conductor 20 °C (nom.). capacitance between conductors 1 i t - MerufHiE.. kPl?AQ� filiEf� •. CODUM 20/2 Red. White 14 114 11 2013 Red, White, Green I 14 121 15 — 20/4 Gr White, Green, Blue Red. — 14 - -- 132 —_ -- -- 18 Red, White. Green, 15 147 22 2015 glue. 'fellow - - -- - -- --- -- - -- -- — — ... — Red, White, Green. 15 160 26 20/6 i Blue, Yellow, Brown. _ Red, White, Green, Blue, 15 160 29 20/7 Yellow, Brown, Orange _ Red, White. Green. Blue, 15 173 33 20/8 1 Yellow, Brown, Orange, Black Red. White, Green, Blue. Yellow, 15 185 37 20/9 Brown. Orange, Black. Pink —_ -- — _— _" —. - -- —_— --_ -- - -- Red, White. Green, Blue. 202 40 20110 Yellow. Brown, Orange, Black, Pink, ;ray T • — i I Red. White, Green, Blue, 15 209 47 20I12 Yellow, Brown, Orange, Black, i Pink, Gray. Tan. Purple All Thermostat Wire is constructed with solid conductors, PVC insulation (6 mils), parallel conductors, PVC jacket, 22 pr /tt capacitance between conductors @ 1 KHz (nom.). and 10.73 01ims/1000 toot DC resistance per conductor 0 20 °C (nom.). LLL 1 � AE SMall Photovoltaic Modules The E IOJ rind :AL -2Qj pliotem oltale r Provide pE for IDC= loads ivith moderate energy ]•I ment -. With '�6 single cl-ysta1 cells ire they• charge 1)aI:teries r,fficiontI y in .sir any dirnate. Both sizes arc f,arninatod tempered glass �,N'ith alut -17lrma) Iranies. Typical ci>mrn1ercial appli- Cations trf tlrese HIO-i tde°s, irldUde refIlOte telerrleti` ', i;rr : #r yr7 rr :i °�tr�tit;r3 S�FStenlS, `oeC'1.11 -it}° sensors_ signals i -n€;� l413i4jal };��,c�� t)'IV ,-Li.1 n <� :t- s. Both hi,,,O.I 4--'tgSki:�io-d junction box vvitb kvo '_mall holes for tivire leads. These rlEOtfLAL", J llt year POV, er OUtpUt I-Vilrr'tanty. Made in Chh"Ia_ UL Iis ed. Ne ztw a y Drive - Box 339 � dwtiy, CA 9,55560 _ Phon �'� 9923-2277, e Fax ti 0) 923 -30G.9 Bridging Power to the People Since 7979 vnv,! .aeesolar_ om Peak ' 20 10 =i ? -,� <:Ykeicl 't11.1�i,;• ,;�p,e 1; �E..7 minal villa, o V"At� 1. 12 1 r; -; }1; ;1'Ir:Yls . 1; .. 24 45, 1621'1 i2i 21 i'' D ; < p�• `h_ •-, irirh_ . I :13'1 t;.L Ice' C au- ` 1 K-20 11 6 -", D These valuers aF1p=ti to StaR -Jars Test :1nic�rir1•n1 Trraiiance Sp ' itir ma! ., 11 1 5 (fi 2` c, A I t; �lyt'.t11C 11 .1'.11;,;111•. ._: - St::-ns to i11er_nce. Ne ztw a y Drive - Box 339 � dwtiy, CA 9,55560 _ Phon �'� 9923-2277, e Fax ti 0) 923 -30G.9 Bridging Power to the People Since 7979 vnv,! .aeesolar_ om REUZ2.E332502 - Pumps, Electrically Operated, Liquid Component REUZ2.E332502 Paae Bottom Pumps, Electrically Operated, Liquid - Component Pumps, Electrically Operated, Liquid - Component See Gene I Informati n for Pum s EI ctri all O era ed U uid - Com oven SOLAR HYDRONICS CORP 1423 GUNN HWY ODESSA, FL 33556 USA Circulating pumps, Models 809 -11311, 809- BR -HS, 809 -PL, 809- PL -HS. Marking: Company name and model designation. Last Undated on 2009 -08 -11 E332502 Page 1 of 1 99291211le Print this oan - -- ZV=a of Disclaim r Paoe Too C0PYti9ht n 2011 Underwriters Laboratories Inc The appearance of a company's name or product in this database does not in itself assure that products so Identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs arid /or Listings (files) must be presented In their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc.' must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2011 Underwriters Laboratories IrI REUZ2.Guidelnfo - Pumps, Electrically Operated, Liquid - Component Page 1 of 1 REUZ2.GuideInfo View Listings Pumps, Electrically Operated, Liquid - Component Paae Bottom Pumps, Electrically Operated, Liquid - Component The devices covered under this category are Incomplete in certain constructional features or restricted in performance capabilities and are intended for use as components of complete equipment submitted for investigation rather than for direct separate installation in the field. THE FINAL ACCEPTANCE OF THE COMPONENT IS DEPENDENT UPON ITS INSTALLATION AND USE IN COMPLETE EQUIPMENT SUBMITTED TO UNDERWRITERS LABORATORIES INC. GENERAL This category covers component pumps intended for use in Listed equipment, such as washing machines and dishwashers. CONDITIONS OF ACCEPTABILITY Consideration is to be given to the Conditions of Acceptability specified In the individual Recognitions when these components are employed In the end -use equipment. RELATED PRODUCTS These pumps have not been Investigated for use in evaporative coolers. Such pumps are covered under Evaporative Cooler Pumps AGIS2 . REQUIREMENTS The basic standard used to investigate products in this category•is UL 778 "Motor - Operated Water Pumps." sss ► * *sssssssssssss ::ssss UL, in performing Its functions in accordance with Its objectives, does not assume or undertake to discharge any responsibility of the manufacturer or any other party. UL shall not incur any obligation or liability for any loss, expense or damages, including incidental or consequential damages, arising out of or in connection with the use, interpretation of, or reliance upon this Guide Information. Last Undated on 2002.10 -09 uestions? Print this oaae Notice of Disclaimer Page To Coovriaht 0 2011 Underwriters Laboratories Inc .@ The appearance of a company's name or product In this database does not In itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. -he statement "Reprinted from the Online Certifications Directory with permission From Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 2011 Underwriters Laboratories Inc.@" V RC Engineering - Wind Calculations - SL -3C 175 MPH Ultimate Wind Pressure Calculations for Flush Mount Residential Solene Aurora Collector / Ris Category II / Exposure C on 2/12 to 6/12 Pitch Roof Slope Wind Velocity Pressure Calculation per ASCE 7 -10 Components and Cladding Part 2 Method 1 Pnet = Pnet30 *Kzt *A Ultimate Wind Speed - V„s (MPH) = Nominal Wind Speed - Vod = V , x 4[0.6] (MPH) = Wind Exposure = Risk Category = Topographic Factor - Ke = Adjustment Factor for Building Height = 30 ft and Exposure C - A = 175 136 C II 1 I A Total Wind Area of Collector - A, Length of Collector (ft) = Width of Collector (ft) = Total Wind Area of Collector (sf) = Quantity of Connection Points per Collector = Effective Wind Area (sf) = 10 4 40 4 10 Tabulated and Calculated Wind Pressure - Positive Pressures based on Nominal Wind Sperm Pnet30 - Wind Zone 1 (psf)@ EXPOSURE C = Pnet30 - Wind Zone 2 (psf)@ EXPOSURE C = Pnet30 - Wind Zone 3 (psf)@ EXPOSURE C** = Wind Pressure for Wind Zone 1 - Pnet (psf)@ EXPOSURE C = Wind Pressure for Wind Zone 2 - Pnet (psf)@ EXPOSURE C = Wind Pressure for Wind Zone 3 - Pnet (psf)@ EXPOSURE C** = 19.2 19.2 19.2 26.88 26.88 26.88 Tabulated and Calculated Wind Pressure - Negative Pressures based on Nominal Wind Spy - Controls Pnet30 - Wind Zone 1 (psf)@ EXPOSURE C = Pnet30 - Wind Zone 2 (psf)@ EXPOSURE C = Pnet30 - Wind Zone 3 (psf)@ EXPOSURE C** _ Wind Pressure for Wind Zone 1 - Pnet (psf)@ EXPOSURE C = Wind Pressure for Wind Zone 2 - Pnet (psf)@ EXPOSURE C = Wind Pressure for Wind Zone 3 - Pnet (psf)@ EXPOSURE C** _ -30.5 -53.1 -78.5 -42.70 -74.34 - 109.40 ** Installation of collectors in specified wind zone is not recommended, and requires site specific structural engineers approval. Note: Plus and minus signs signify pressures acting toward and away from surfaces, respectively. Uplift Force on Collector Connection FCpe ft = [(Uplift - Collector Weight) /(Quantity of Connection Points)] *Effective Area - Neglect Collector Weight Total Wind Area (sf) = Quantity of Connection Points per Collector = Uplift Force per Collector Connection (Ibs /connection) = 40 4 743 Required Lag Bolt Size and Length to Wood Truss Per 2005 Edition ASD NDS for Wood Construction W'= W *(Cd) *(Cm) *(Ct) Southern Pine Wood Truss Specific Gravity - G = Withdraw Value for 3/8" Lag Bolt (Ibs /in) w/ specified Specific = Gravity Threaded Embedment Depth (in) = Threaded Embedment Withdraw Design Value - W (Ibs) = Load Duration Factor (Cd) for Wind Load (Ten Minute Intervals) = Wet Service Factor (Cm) in areas > 19% moisture content in- service _ conditions Temperature Factor (C,) to areas with experience sustained exposured _ to elevated temperatures 125 "F < T < 150 "F Adjusted Embedment Withdraw Design Value - W' (Ibs) = 0.55 352 3 1056 1.6 0.7 0.7 827.9 Acceptable Design Value Check = Factor of Safety (Adjusted Design Value Uplift Force ) OK v 1.11 o a Note: These calculations are applicable for the stock drawings labeled as S63C. Threaded embedment depth Ic above excludes any roof decking. m Rick Castillo, PE FL PE #52590 - COA #28345 Date: 8/8/2013 ®� ® ® ®� & 41 WP 5 ®. 90 m .q� O o ® °3 r. ' '� Y T ayl x.11 E-� L,si -s" �'z:� Uplift Force on Collector Connection F ,"„�," = (Uplift - Collector Weight) /(Quantity of Connection Points) --- **Neglect Collector Weight Quantity of Connection Points per Collector Uplift Force per Collector Connection (Ibs /connection) _ Required Lag Bolt Size and Length to Wood Truss Per 2005 Edition ASD NDS for Wood Construction W'= W *(Cd) *(C.) *(4) Southern Pine Wood Truss Specific Gravity - G = Withdraw Value for 318" Lag Bolt (Ibs /in) and specified Specific Gravity = Embedment Depth (in) = Embedment Withdraw Design Value - W (Ibs) = Load Duration Factor (Cd) for Wind Load (Ten Minute Intervals) = Wet Service Factor (Cm) in areas > 19% moisture content in- service conditions = Temperature Factor (C,) in areas with experience sustained exposured to = elevated temperatures 125 OF < T < 150 OF Adjusted Embedment Withdraw Design Value - W' (Ibs) = 0.55 352 3 ¢ 1232 1.6 0.7 0.7 965.888 Acceptable Design Value Check Factor of Safe (Adjusted Design Value Uplift Force) _ Michael Studney, PE Senior Engineer FL PE #58187, FL Record #29127 1. APPLICABLE CODE: 2010 FLORIDA RESIDENTIAL CODE & ASCE -7 -10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. 2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2010 FLORIDA BUILDING CODE REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL 3. ALL WIND DESIGN CRTTERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL. ROOFS, CONSIDERING FROM A 70 TO A MAXIMUM 27 ° (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE. BUILDING NOT TO EXCEED 30' -0° ROOF HEIGHT. CONTRACTOR RESPONSIBLE TO VERIFY ROOF SLOPE. 4. EACH BRACKET SHALL BE FASTENED TO THE COLLECTOR WITH (1) GRADE B STEEL T -BOLT PER CONNECTION. EACH BRACKET SHALL BE FASTENED TO ROOF TRUSS WITH (1) r DIA. A276 STAINLESS STEEL LAG BOLT. SEE SCHEDULE FOR LAG BOLT DESIGN EMBEDMENT. 5. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES. 6. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO SOLENE INSTALLATION MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SOLAR SPECS. 7. ALL LAG BOLTS THIS SHEET SHALL BE A276 STAINLESS STEEL UNLESS OTHERWISE SPECIFIED. 8. STRUCTURAL CONNECTIONS SPECS PER THIS SHEET APPLIES FOR ALL SOLENE AURORA COLLECTORS. 9. PVC PIPE RISER/SPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES. 10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2010 FLORIDA RESIDENTIAL CODE OR LOCAL GOVERNING CODE. ULTIMATE Via WIND Va�d WIND Vaw WIND QUANTITY OF EMBED. COLLECTOR WIND SPEED PRESSURES PRESSURES PRESSURES BOLTS - BRACKETS DEPTH LAYOUT V°a (MPH) ZONE 1(PSF) ZONE 2 (PSF) ZONE 3* (PSF) PER COLLECTOR REQ. 110 16.0 , -16.0 16.0,-25.5 16.0,-37.9 (4)° DIA. - (4) BRCK. 2"** PORT., LAND. 120 16.0,-18.8 16.0,-32.8 16.0 , -48.7* (4)° DIA. - (4) BRCK. 2° ** PORT., LAND. 130 16.0,-23.1 16.0 , -40.3 16.0,-59.6 (4)° DIA. - (4) BRCK. 2° ** PORT., LAND. 140 17.5,-27.9 17.5 , -48.6 17.5,-71.8 (4)° DIA. - (4) BRCK. 2° ** PORT., LAND. 150 19.5,-30.9 19.5,-53.9 19.5,-79.9 (4) e° DIA. - (4) BRCK. 3° ** PORT., LAND. 160 22.4,-35.4 22.4,-61.7 22.4,-91.3 (4) }° DIA. - (4) BRCK. 3° ** PORT., LAND. 170 25.3 , -40.2 25.3 , -69.9 25.3 , -103. (4)° DIA. - (4) BRCK. 3° ** PORT., LAND. 175 26.8 , -42.7 26.8,-74.3 26.8 , -109.9 (4) DIA. - (4) BRCK. 3° - PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES, RESPECTIVELY. - SCHEDULE REFLECTS COMPONENTS AND CLADDING (C&C) NOMINAL WIND SPEED PRESSURES WITH EXPOSURE 'C', RISK CATEGORY II, ENCLOSED BUILDING AND h < 60' -0° PER ASCE 7 -10 °MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, AND 2010 F.R.C. - MINIMUM Via WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF PER ASCE 7 -10 SECTION 30.2.2. - EFFECTIVE DESIGN WIND AREA IS 10 SF PER COLLECTOR. ** LAG BOLT DEPTH REQ14RED IN WOOD MEMBER EXCLUDING ANY ROOF DECKING. * INSTALLATION OF COLLECTORS MUST BE IN WIND ZONE 1 AND 2. WIND ZONE 3 INSTALLATION REQUIRES SITE SPECIFIC STRUCTURAL ENGINEER'S APPROVAL TYPICAL COLLECTOR PITCHED ROOF LAYOUT - WIND ZONES - SCHEDULE - PLAN �1 C�iieUiil�L�l��q NOTE: FOR TILE ROOFS, SOLENE MOUNTING BRACKET WITH LIFT KIT ASSEMBLY SHALL BE USED. ROOF DECKING NOT SHOWN FOR CLARITY. REFER TO SCHEDULE FOR REQUIRED COLLECTOR LAYOUT FOR EACH WIND SPEED. SOLENE ALUM. MOUNTING BRCK. TYP 4 PLCS. SEE SCHEDULE THIS SHEET a=o° o.c TYP. I * at O PORTRAIT ORIENTATION TYPICAL COLLECTOR ORIENTATIONS SCALE: =1' -0" SOLENE ALUMINUM MOUNTING BRACKET. #2 S.Y.P. WOOD ROOF TRUSS BEYOND �- e" DIA. ST STL LAG BOLT TYP. SEE SCH FOR EMBED DEPTH REQ TYP. WOOD SHEATHING TYP. REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH LABELED -X" IN THIS DETAIL TYPICAL ASPHALTMETAL SHINGLE CONNECC �� i1ON DETAIL 3� SCALE: 15 " =1' -0" SOLENE ALUM. MOUNT] 2' -O" O.C. TYP. BRCK. TYP 4 PLCS. SEE le SCHEDULE THIS SHEET LANDSCAPE ORIENTATION ROOF SHINGLES TYP. SOLENE ALUMINUM MOUNTING BRACKET. SOLENE -\ SOLENE ALUMINUM FRAME SECTION TYP. 4" GRADE -B STEEL SLOTTED T -BOLT TYP. PER MOUNT BRACKET SOLENE ALUMINUM FLUSH MOUNT BRACKET SLOTTED HOLE TYP. IN FRAME TYP. TYPICAL CARRIAGE BOLT - FLUSH MOUNT BRACKET CONNECTION DETAIL SCALE: 1 r =1' -0" REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT' ASSEMBLY. RE- INSTALL, RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF MAT. SOLENE COLLECTOR SOLENE ALUMINUM MOUNTING - BRACKET. 8" DIA. ST STL LAG BOLT TYP SEE SCH FOR EMBED DEPTH REQ TYP. SOLENE 3X3X8 - 4" ALUM. - 6063T6 W/ 1" DIA. X 16° INSERT "LIFT KIT" ASSEMBLY TYP. - WOOD " SHEATHING TYP. #2 S.Y.P. WOOD ROOF TRUSS TYP. TYPICAL FLAT TILE - BARREL TILE ROOF CONNECTION DETAIL 6 SCALE: 1 q" =1' -0" SL-3 SOLENE ALUMINUM - MOUNTING BRACKET. G #2 S.Y.P. WOOD ROOF TRUSS TYP. 2X PT S.Y.P. WOOD OR WOOD SHEATHING ALUMINUM UNISTRUT TY CONT. ALONG PANEL e" DIA. ST STL ALL -THRD ROD WITH NUT - WASHERS MAX. T -0" O.C. - LOCTITE ALL NUTS IfIX21111119il0mit0 el& TYPICAL LIMITED SPACE OPTION CONNECTION DETAIL SCALE: 1 .3 ROOF SHINGLES TYP. WOOD SHEATHING TYP.� SOLENE COLLECTOR TYP. #2 S.Y.P. WOOD ROOF TRUSS BEYOND S.Y.P. (2) 2X4 LOCATE BETWEEN TRUSSES WITH 4-16D NAIL PATTERN AT EACH END TO WOOD TRUSS TYP. 3" DIA. ST STL LAG BOLT TYP. SEE SCH FOR o'o® EMBED DEPTH REQ TYP. , REFER TO SCHEDULE THIS SHEET FOR REQUIRED � c °5 EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL ®� TYPICAL WOOD SPANNER OPTION �e�� FOR UNALIGNED TRUSS - BRACKET m. SCALE: 14"=V-0" 625L 0 Ln O N M Ln N M N Jd N m tL UO J w N CJ th U- ' w W� 9z z r r, Us w zr-,m w Ln w Z O o � a w PROJECT: c� z� 0 W � U Z C3, a •z U w a �z O� z QLL- DO Wce) z!�] w� in DATE: 8-8-2013 DRAWN BY: ]AT CHKD BY: EEC SCALE: I AS NOTED DRAWING # SL -3C uj O ��ij O O �� i2I LL � � O LANDSCAPE ORIENTATION ROOF SHINGLES TYP. SOLENE ALUMINUM MOUNTING BRACKET. SOLENE -\ SOLENE ALUMINUM FRAME SECTION TYP. 4" GRADE -B STEEL SLOTTED T -BOLT TYP. PER MOUNT BRACKET SOLENE ALUMINUM FLUSH MOUNT BRACKET SLOTTED HOLE TYP. IN FRAME TYP. TYPICAL CARRIAGE BOLT - FLUSH MOUNT BRACKET CONNECTION DETAIL SCALE: 1 r =1' -0" REFER TO SCHEDULE THIS SHEET FOR REQUIRED EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT' ASSEMBLY. RE- INSTALL, RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF MAT. SOLENE COLLECTOR SOLENE ALUMINUM MOUNTING - BRACKET. 8" DIA. ST STL LAG BOLT TYP SEE SCH FOR EMBED DEPTH REQ TYP. SOLENE 3X3X8 - 4" ALUM. - 6063T6 W/ 1" DIA. X 16° INSERT "LIFT KIT" ASSEMBLY TYP. - WOOD " SHEATHING TYP. #2 S.Y.P. WOOD ROOF TRUSS TYP. TYPICAL FLAT TILE - BARREL TILE ROOF CONNECTION DETAIL 6 SCALE: 1 q" =1' -0" SL-3 SOLENE ALUMINUM - MOUNTING BRACKET. G #2 S.Y.P. WOOD ROOF TRUSS TYP. 2X PT S.Y.P. WOOD OR WOOD SHEATHING ALUMINUM UNISTRUT TY CONT. ALONG PANEL e" DIA. ST STL ALL -THRD ROD WITH NUT - WASHERS MAX. T -0" O.C. - LOCTITE ALL NUTS IfIX21111119il0mit0 el& TYPICAL LIMITED SPACE OPTION CONNECTION DETAIL SCALE: 1 .3 ROOF SHINGLES TYP. WOOD SHEATHING TYP.� SOLENE COLLECTOR TYP. #2 S.Y.P. WOOD ROOF TRUSS BEYOND S.Y.P. (2) 2X4 LOCATE BETWEEN TRUSSES WITH 4-16D NAIL PATTERN AT EACH END TO WOOD TRUSS TYP. 3" DIA. ST STL LAG BOLT TYP. SEE SCH FOR o'o® EMBED DEPTH REQ TYP. , REFER TO SCHEDULE THIS SHEET FOR REQUIRED � c °5 EMBEDMENT DEPTH LABELED "X" IN THIS DETAIL ®� TYPICAL WOOD SPANNER OPTION �e�� FOR UNALIGNED TRUSS - BRACKET m. SCALE: 14"=V-0" 625L 0 Ln O N M Ln N M N Jd N m tL UO J w N CJ th U- ' w W� 9z z r r, Us w zr-,m w Ln w Z O o � a w PROJECT: c� z� 0 W � U Z C3, a •z U w a �z O� z QLL- DO Wce) z!�] w� in DATE: 8-8-2013 DRAWN BY: ]AT CHKD BY: EEC SCALE: I AS NOTED DRAWING # SL -3C